self-anchored cable-stayed suspension bridge

基本解釋

The static behavior of self-anchored cable-stayed suspension bridge is described with continuum method.
按連續(xù)體的方法描述自錨式斜拉-懸索協(xié)作體系橋在豎向荷載作用下的結(jié)構(gòu)靜力行為。
How to determine the spatial position of structural components and their internal force is the key issue in structural analysis for self-anchored cable-stayed suspension bridge.
目的研究確定自錨式斜拉-懸索協(xié)作體系橋成橋狀態(tài)時(shí)構(gòu)件的空間位置和纜索的成橋索力。
Finally, the elementary assumption of its application in cable stayed bridge, partially cable-stayed bridge, self-anchored suspension bridge and continuous rigid frame bridge is proposed.
最后，對鋼-混凝土組合箱梁在斜拉橋、部分斜拉橋、自錨式懸索橋以及連續(xù)剛構(gòu)橋中的應(yīng)用進(jìn)行分析討論。